citico_creek_road_resurfacing_plans.pdf

USDA FOREST SERVICE

CHEROKEE NATIONAL FOREST

TELLICO RANGER DISTRICT

PLANS

for

HOT ASPHALT RESURFACING

on

CITICO CREEK ROAD, NFSR #35-1

CONTENTS

Area Map ………………………...…2 Section Location Map …..…… Schedule of Items …………………...4 Description & Construction Notes .…5-6 Schedule of Work……………………6

AREA MAP

ghubbard Oval ghubbard Callout

PROJECT LOCATION

SECTION LOCATION MAP

Rectangle

Rectangle

ITEM DESCRIPTION

METHOD OF

MEASUREMENT UNIT QUANTITY

40401

Minor Hot Asphalt Concrete for

Resurfacing, TDOT Grade C, Compaction Method C AQ Ton 106.0

41201

Tack Coat, Emulsified Asphalt, Grade SS‐1 AQ Gallon 85.0

ITEM DESCRIPTION

METHOD OF

MEASUREMENT UNIT QUANTITY

40401

Minor Hot Asphalt Concrete for

Resurfacing, TDOT Grade C, Compaction Method C AQ Ton 66.0

41201

Tack Coat, Emulsified Asphalt, Grade SS‐1 AQ Gallon 53.0

ITEM DESCRIPTION

METHOD OF

MEASUREMENT UNIT QUANTITY

40401

Minor Hot Asphalt Concrete for

Resurfacing, TDOT Grade C, Compaction Method C AQ Ton 125.0

41201

Tack Coat, Emulsified Asphalt, Grade SS‐1 AQ Gallon 100.0

ITEM DESCRIPTION

METHOD OF

MEASUREMENT UNIT QUANTITY

40401

Minor Hot Asphalt Concrete for

Resurfacing, TDOT Grade C, Compaction Method C AQ Ton 166.0

41201

Tack Coat, Emulsified Asphalt, Grade SS‐1 AQ Gallon 133.0

SCHEDULE OF ITEMS

BASE BID ITEM SECTION I (M.P. 0.00 ‐ 0.11)

ADD ITEM 1, SECTION II (M.P. 0.17 ‐ 0.23)

ADD ITEM 2, SECTION III (M.P. 0.27 ‐ 0.39)

ADD ITEM 3, SECTION IV (M.P. 0.90 ‐ 1.05)

DESCRIPTION OF WORK

Work consists of furnishing, installing, and maintaining traffic control devices, cleaning existing asphalt, applying tack coat, and placing C mix asphalt over the full width of existing asphalt and to a compacted thickness of 2” (unless otherwise noted in the Schedule of Work) on approximately 2,360 linear feet of the road. The existing asphalt width averages approximately 14’. The work shall occur on one, two, three, or four sections of the road as indicate on the SCHEDULE OF WORK.

CONSTRUCTION NOTES

GENERAL

All work shall be done in accordance with plans and Standard Forest Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 and all applicable Forest Service Supplemental Specifications (FSSS).

MAINTENANCE OF TRAFFIC

A traffic control plan shall be submitted and approved by the CO prior to the start of any work.

Prior to the start of the construction operations, the Contractor shall erect signs, barricades, and other traffic control devices. Traffic control devices shall be operated only when they are needed and only those devices that apply to conditions actually in existence shall be operable.

The Contractor without additional compensation shall replace any devices that are lost, stolen, destroyed, or deemed unacceptable by the CO, while their use is required on the project. Following completion of a particular construction operation, all warning signs, except those necessary for the safety of the public, shall be removed or entirely covered so that the sign panel will not be visible.

HOT ASPHALT CONCRETE PAVEMENT

The tack coat and its application shall be in accordance with FP-03 Section 412 and all applicable FSSS. The tack coat shall be applied at a rate of 0.1 gallons per square yard or as approved by the CO.

The asphalt mix shall meet requirements of Tennessee DOT specifications for grading C.

The asphalt shall be furnished from an approved TDOT plant not greater than 65 miles from Section I.

The contractor may place the asphalt overlay over the full existing road width in one pass with the paver.

M.P. ITEM

0.00 BEGINNING OF SECTION I: 0.14 miles South of Buck Highway Intersection

0.00 ‐ 0.11 Asphalt overlay on Section I: 585'

0.14 Intersection w/ Buck Highway

0.17 BEGINNING OF SECTION II

0.17 ‐ 0.23 Asphalt overlay on Section II: 340'

0.27 BEGINNING OF SECTION III

0.27 ‐ 0.39 Asphalt overlay Section III: 640'

0.90 BEGINNING OF SECTION IV

0.9 ‐ 1.05 Asphalt overlay Section IV: 795'

1.05 END OF SECTION IV AND E.O.P.

SCHEDULE OF WORK